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° ° ° ° ° ° ° ° ° ° ° <br />° <br />°---NOTE: <br />HH <br />PROVIDE BLOCKING <br />AT ALL <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° ° <br />° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° ° <br />° ° ° ° ° ° <br />° ° ° <br />° ° <br />° <br />° <br />° <br />° <br />° ° <br />° ° <br />AIL SPACING <br />AT <br />° <br />° <br />° <br />° <br />° <br />12" IN <br />° <br />° ° <br />FIELD <br />° <br />° <br />° ° ° iy° ° ° ° ° ° 01 ° ° <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />1/16' SHEATHING <br />8d <br />3' O.C. <br />3' O.C. <br />12" O.C. <br />AL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1/2• s <br />1/2" <br />DOUBLE NAIL EDGE SPACIN( <br />NAILING <br />�-2x4 BLOCKING STUD SPACING PER PLAJ SHEATHING SPLICE -SAYE THICKNESS AND STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS 0 EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STU[ <br />2X P.T. SOLE PLATE w/ 1/2" DIAM. <br />ANCHOR BOLTS (10 + 2) AT 32" <br />O.C. MAX. w/7" EMBEDMENT OR <br />5/8" DIA. EXP. BOLTS AT 24" O.C. <br />W/1800 # ALLOWABLE TENSION MIN. <br />OR 1 /2" DIA EXP. BOLTS AT 24" <br />O.C. W/1200 # ALLOWABLE TENSION <br />MIN. ALSO AT CORNERS & JAMB <br />w/ 30 PLATE WASHERS <br />W10 <br />IDS AT 16" O.C. <br />iING PER PLAN <br />PLATE CONNECTOR: <br />VC15450 SCREWS ® EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />8' K.O. BLOCK w/ <br />#5 BAR GROUTED <br />SOLID <br />#5 BAR w/ A.C.I. <br />STANDARD HOOK AT TOP, <br />LAP PER GENERAL NOTES <br />POURED CELL w/ (1) <br />#5 BAR CONT. FROM <br />BEAM TO FOOTING <br />8" CMU WALL LAID IN <br />RUNNING BOND <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STU[ <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3" POWDER ACTU, <br />FASTENERS OR TAPCONS <br />O.C. OR (2) ROWS 12d GUN <br />NAILS ® 12" O.C. <br />W11 <br />#5 REBAR w/ A.C.I. <br />STANDARD HOOK AT <br />TOP. LAP PER <br />GENERAL NOTES <br />BOND BEAM <br />TOP COURSE <br />LINTEL OVER <br />OPENING <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7 16' MIN <br />gd <br />3" O.C. <br />3' O.C. <br />12' O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W02 GABLE END SHEATHING DETAIL <br />STUDS AT 16" O.C. <br />4THING PER PLAN <br />REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SIZE AND LOCATION <br />OAD BEARING WALL w/o UPLIFT <br />8" KNOCK OUT BLOCK <br />w/ #5 BAR GROUTED <br />SOLID <br />#5 VERTICAL <br />BAR IN <br />GROUTED CELL <br />8" CMU WALL <br />LAID IN RUNNING <br />BOND <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. <br />FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. <br />MINIMUM SHEAR CAPACITY TO BE 150#. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />STRAP INSIDE FACE OF WALL PER - <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL ` <br />SIMPSON H2.5A @ TOP & BOTTOM OF <br />OPENING FRAMING (JACK STUDS ONLY) <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16' O.C. - <br />(6) 10d NAILS KING STUD <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />STRUCTURAL SHEATHING PER PLAN <br />(ON OPPOSITE SIDE OF WALL) <br />2x STUDS AT 16' O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />— EDGE NAIL SHEATHING <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />STRAPPING AT INTERIOR <br />FACE PER PLAN <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) 1Od <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />AT 3' O.C. ALL AROUND <br />OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />,AII)rIVYPICAL FRAMED BEARING WALL <br />v v v v /"¢ <br />0'-16' MAX. GAP <br />20 FILL w/ 2" MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />1x P.T. SHIM <br />NOTES: ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />DETAIL. <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />W13 ARCH FRAMING DETAIL <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />W19 <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />NAILS U.N.O - CENTER ON BOTTOM <br />HEADER <br />CONNECT WALLS PER W10 DETAIL 0 <br />INTERIOR NON -SHEATHED WALLS <br />2x STUDS AT 16' O.C. <br />SHEATHING PER PLAN 0 EXTERIOR — <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O. <br />EDGE NAIL SHEATHING PER PLAN — <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />I I EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />OF HEADER PER PLAN <br />HEADER PER PLAN, (2) PLY <br />MIN, ADD JACK/KING STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />EXTERIOR WALLS & SHEAR <br />WALLS ONLY, FASTEN <br />SHEATHING AT 3' O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />--L--1L <br />NOT: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />EBAR, CONT. IN <br />I BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25' MIN. U.N.O. <br />EBAR VERTICAL IN <br />FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />" CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />1U L„r ki inknt/ <br />TYPICAL FILLED CELL DETAIL <br />C5 <br />a <br />N <br />0 <br />N <br />S2 <br />95 <br />U <br />a <br />co <br />00 <br />� <br />O <br />0 <br />�O <br />ALO <br />U <br />w <br />bb <br />U_j <br />C'� <br />N <br />� <br />*PulteGroup- <br />STEP DOWN TIE BEAM STEPPED BOND BEAM OVER LINTEL PRODUCT MANAGER <br />J rV. <br />W21 W21A M RELEASE <br />BOX HDR. TO BE HELD FLUSH WITH DATE: xx XX xxxx <br />LINTEL PER PLAN - BOTTOM OF LINTEL -FIELD FRAME <br />-6ry <br />HEIGHT MAY VARYV2X12 <br />ABOVE AS NECESSARY <br />FROM DRAWING BOX HDR. W/2x8'S TOP & BOT. <br />FASTEN w/10d X 3" NAILS ® 6" O.C. C.OA.# ARCHITECTURE: <br />2x8 TO 2x12 PT 2x12 AT WALL TO BE AA2M2802 <br />FASTENED TO PRECAST w/ (2) ROWS C.O.A.* ENGINEERING: PROJECT TYPE <br />STAGGERED OF 1/4" x 4" TAPCONS ® 29348 Single Famil <br />16" O.C. MAX. ClTHOMAS A. WEBER, PE <br />;y] <br />P.E. # 73242 FLORIDA <br />S.G.D PER PLAN, ■ BENJAMIN NIESE. PE SPECIFICATION LEVEL <br />INSTALL PER P.E. # 86025 FLORIDA Pulte <br />MAN. SPECS. 6/18/21 <br />DATE `,�%%Il111//, <br />�` pMiN i PLAN NAME <br />W32 POCKET S.G.D. DETAIL ;�'���'' " �''. VVWtestone <br />NPC CHILD NUMBER <br />No. OW25 2117.501 <br />.. Z <br />r � _ <br />STAYSHEET N(�/� <br />6.� .2 <br />rIIII+ <br />